A hollow structural section column supports a structural steel girder with a three-inch nailer fastened by seven-eighths-inch diameter welded threaded rods at sixteen inches on center on a countersunk beam. A steel truss bears on the assembly, secured with quarter-inch fillet welds. A three-by wood nailer matches the hollow structural section width at the top plate. Additional support conditions at walls are referenced to detail two on sheet SD3.
1/4 3 TYP TRUSS SEE PLAN TRUSS/BEAM GIRDER SEE PLAN 3x NAILER 1/4 FOR HSS AT WALL SEE SIM 2 - HSS PER PLAN 3x NAILER x HSS WIDTH W/ 7/8"Ø WELDED THREADED RODS @ 16"OC ON BEAM CSK (3/4" MAX) 5 SD3 SEE SIM
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